Strain-softening bar and beam: Exact non-local solution
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Publication:1100001
DOI10.1016/0020-7683(88)90015-7zbMath0639.73040OpenAlexW2118241055MaRDI QIDQ1100001
Zdeněk P. Bažant, Aleksander Zubelewicz
Publication date: 1988
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0020-7683(88)90015-7
beambarprinciple of virtual workexact analytical solutionsfailurestability problemstrain softeningdifferential approximationdistributed microcrackingflexural softeningnon-local continuum approachuniaxial softening
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Related Items (5)
The issues of the uniqueness and the stability of the homogeneous response in uniaxial tests with gradient damage models ⋮ A nonlocal plasticity formulation for the material point method ⋮ A regularization study of some softening beam problems with an implicit gradient plasticity model ⋮ Modelling of strain softening materials based on equivalent damage force ⋮ Non-local behavior of plastic softening beams
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